Loading...
HomeMy WebLinkAbout7109 Boxer Round Pl99 t828-4EBB-CALI 99 NQ�p \��G�.• Off® HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 74ml: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .na ► 1 CWX ►I, LAV. LAVATORY DATE DESCRRIPHON DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 = I (2017) •ML 1+a - AND LWAn COM •OCCUPANCY - RESH)1�19AL, GROUP R3 WPE VB -CONSTRUCTION 1I�8 — •o INTERIOR FINISH - CLASS H •BASIC WIND SPEED — Vult=150 MPH Vasd=116 MPH ' _ e • 1—STORY RESIDENCE ABV. A/C ALT. AMP. BD. CL CAB. CLG CLR. CONc. CPT. c.T. D. DBL D.G ABOVE AIR CONDITIONING ADJUSTABBE AMPERAGE BOARD CENTER LINE CABING CEILING CLEAR CONCRETE CARPET CERAMIC HIE DRYER DouecE DUAL GLAZED LUM. MEW MIN. M.T. MTD. MT s N.T.S. O.C. PL P.B. PD. PLY. PLYwD. PR. LUMINOUS MANUFACTURERCOrNUEABR-4 MINIMU MELALTHRESHOLD METAL METAL SCALE ON CENTER ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR OIAbA3 CDW)IB&ED ARCHITECTURAL SHEET DESCRIPTION FDITFBc uPDaTE PG CI -COVER SHEET PG GN—GENERAL NOTES G Al -FLOOR PG A2C-ELEVATION "C" PG El —ELECTRICAL PLAN PG PI —PLUMBING PLAN E•VIT.Ab CO'SRE-WM Oiiil/K BIDgG ELEVATIONS ADDED WB �•ED 04/I9IM FOOTNGREVBIONPERTLBOUES CM14 CD'S RE.ISSIED mn91g ADDED CURB M FOOTI R AT GARAGE DETAIL (FORT MYERS) S MAS "MAMBNANM •2-STORY RESIDENCE - MAX. HUGHT AS PER LOCAL DIA. DIAMETER P.T. PRESSURETREATED PG Ml—MECHANICAL PLAN SgASJS REVISED LINTEL SUE AT FRONT ENTRY DOOR AND STATE CODES DIM. DISP. DP. DR. D.S. DTL. D.W. EA. ELEV. EQ. IOUL FO FX. F.G. DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EX UST FIXED GLASS FUEL GAS R. BAD, R.A.G. REF. RM. R.O. S.C. S.D. S.H. SHT. Ste' Sim. SL RISER RADIUS RETURN AIR OREL REFRIGERATOR ROOM ROUGH OPENING SOLDCOREEXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SIMILAR SLIDING PG Dl —DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 W4IIS ADDED ADDITIONAL RKEPTACLE M GARAGE PER WILL BATSON (hELBJ SR•FTT• CALL• S SIKNAS REVISED NVAC VCLUMEB ON SOFT CALL SCNEMLE (ME .W mmAs ADDED UTERIORMOW DEEP FOOTEaDETAIL 1241.►4,(ORu LIVING Ip28 8Q. FT GARAGE FT• 430 SG. LANAI w SGG1•, FT: tI"M ADDED LED L*M • KITCHEN i BATH MR MAW BODES ev" ADDED $TC E OPTION ELEVATION C I D (TO PAS OIIIYN ELEVATION •G' NDNG-ADDED LOUVER • GABLE RaDF A.B. DESIGN GROUP, LLC. TOTAL 2962 sta EL F'L"ooa S DO1 SLIDING i NDAARD S PG WA5—NOT USED 1441 NORTH RONALD REAGAN BLVD. FLUOR FLUORESCENT SWS SHE WALL PG WA8—WALL ASSEMBLY DETAILS LONGWOOD, FLORIDA 32750 TFTF G, FOOTING D�R TEMP. SECTION TEMPEREDGLASS Tel: (407) 774-6078 Fax: (407) 774-4078 GA. GAR. DISP. O.F.L GL. GAUGE GARBAGE DISPOSAL GIN ERRUP7AFR�TC�CUT GLASS T.O.C. T.O. O.P. iO.S. TYP. THICK TOP K CURB TOP OF PLATE TOP OF SLAB TYPICAL STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.lA-DETAILS PG 51.2-DOWEL PLAN PG S1.2A—DETAILS GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.BC. HOLLOW CORE V.P. VAPOR PHOSE BIB OTHERROOF HDP HEADER w. wnSlme HSULR"` INS ULATION WWOOD 'W/ WITH D. INT. INTERIOR w/ w DO ER HEATER W.I. WROUGHT IRON DRAWING /CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. • IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2—LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SLR ARE UNCLEAR AND PG S2.IA—DETAILS IN NEED OF FURTHER DETA1llN0 OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S3-FRAMING PLAN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S31A—DETAILS PG S3.1B—DETAILS CLARIFICATION. PG S3.1C-DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFT's IN WRTPTEN/DRAWN FORMS IN A TIMELY PG SNl-DETAILS MANNER. AB DESIGN GROUP TAKES NO RESPONSIBIIJTY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE %CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774,6078 FAX: 407-7744078 wwwAbdosigngmup.com L AA 0: 0003328 as :t 1L L w Q 4 ouawty. ae LOT, SILVERADO LOT #11 BLK #18 PIISOA=TdI 04128,002-11181 MOD= 4EBB "1828-CALI" GAt4AG Z TEWWD90t LEFT PAGIa COVER SHEET 150 MPH EXP. B OENERAL NOM 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR STH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION 110212 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 81 THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 1. GARAGE DOOR A. ENGINEERED FOR MIN. NAND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED MATH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, 3. AS PER SECTION R30252: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.25 GAGE (0.481"SHEET STEEL 1' MIN, RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R3028: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOORCEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. onwm 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ONSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFK-L AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TM 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBERCONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER & WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER & WALL CONSTRUCTION. 5, WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24'AND THE MINIMUM AREA SHALL BE8FT . SQ. PWIBRNi 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM PVC (SCHEDULE 40), INSULATED WITH %; AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10, DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVEROW 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EVERIOR RiNINEB 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a 3. LATH & ACCESORIES PER ASTM-C-1063.1IA & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063- I IA AND R703.7. FIE REWTANT CONgTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 117 GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 IN TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH: 407-T746078 FAX: 407-774.4078 www.abdeslgneroup.com L AA M: 0003325 ul o Q CA lu CA lu CA 0 gg �grLad OLTaDIV. at L0 t SILVERADO LOT #11 BLK #18 1pnojwTfpO_ 1 1 1t0I1nu 4EBB "1828-CALL" 0ATiAOM OTFENM LEFT PAGIR GENERAL NOTES 150 MPH EXP, B WILAW A. ABOU"CRA i AFT NO W70 j a! 10/09/19 OCA=: 1/4"=1'-0" glum" GN 3S'-6' amillia olia��ai�a�o9aa11�aEaao oi��ill° : C - - 1 n!1° o - ° IT 11, - - n � r a. p i IJ - � o II o - —'ice ° laaiaall° IN i I I o _ _ - ro 1 -. t - • 0 - - ID - - . - - . ® - AS RE&L oPER RILMLl • CODE 1' ° - 1 :P • G ENMY—__ =°O - - .IIN - olaElo °IEafD tl 1 a laaaaiFo��olEaaEalfo SQ.FT. CAM'S LK44 1.828 Sa FT. GARAGE 430 Sa FT. ENTRY 16 Sa FT. LANAI 86 SCa. PT. TOTAL 2.362 SO. FF. 0WOISFi AND CLADDIb 00 LOA08 MBC MO WM E F0110 K"W MM Crass IGIMIE ME wo lfNllw dlA FBMIIa AIDIWFE FOOTAAE MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING 16 5 24/-31 DR. MIN. CRITERIA SaD. MIN. 41 5 23/-n CRITERIA 16010 OAD. 112 5 2OA/-22.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT. -II, EXP.-B, MEAN ROOF HT. - 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED AUDWFA,BLB OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CDMWDAIDOVM r TOP PLATE 0 in ABAR DETAIL SCALE: V2'•I'-0' ARCH DTL. B SGALE, V2 • I'-0' FLOOR PLAN -2-8 LOLIV. DOOR LLV AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR 4MILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS DETWEEN THE GARAGE AND RESIDENCE SHALL DE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/0' (35 MM) IN THICKNESS, SOLID ORHONEYCOMM-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MMUTE PIPE -RATED DOORS. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.sbdesWngmup.eom AA S: 0003325 W. asL� g 03 a 1113 0 svaniv e/ '= SILVERADO LOT #11 BLK #18 FROJMT# 4 .0 2— 18 aioa>tl><A 4EBB "1828-CALI" GAP_tGZ sI LEFT PAGIM FLOOR PLAN 150 MPH EXP. B ROLArC A A90UCKWPA L AR NO 93723 j DrltzNT w10/09/19 sCAXM 1/4"=1'—O" slim= Al ./-19'-0' BLDG. 1404 FYPON LVI2X24 OR EQUIVALENT LAP SIDNG AS SPECIFIED (TYPJ 4' FRIEZE BAND (TYPJ r' TRIM BOARD ITYPJ OPT.COACH LIGWT 0'-C' FIN. S'-S' EBRG. HGT. 0'-0' FIN. FLR 40 FRONT ELEVATION SCALE. V4 • I'-0' TEXTURED FNIBH NOTE: LL4LL FENESTRATION FLASHMG AS PER FBCR R103A SHMGLE ROOF U.'X60' FYFICN DECORATIVE TTERB OR QUIVALENT 4' RAISED BAND (TYPJ --------' l 0-- FLR OFF RIDGE VENT 0'-0' FIN. FLR. OFF RIDGE VENT 1�i OFF RIDGE VENT AREAOFATTK . 2*4 36 Fr. NETFREEVENTILATION AREA REQUIRED T/300 11VOM EOVEERATIONARFA 2354/300 = 716 ENIaATIDNAREAR 3a J!"E3 PERFT. II441 = UK72SQ. IN. N. KQUFIDVENRIATION .s% UX72 IN UPPER POIMN OFAT nC 5035 so, IN. OFF RIOEEVENIRATION AREA . 113361N.PERVENT SO36 /115 A1rOF VEWM R�IARE0 493357 rDF VFNis RDNOm = s •ARIA OF ATTC 1417E MW ETROF THE HOIB[, IEse THEOVE HANG aOF WALLTOE%IEIR)IOF WALA.NOOVENIMU31 Ell I F� F- EIF] --------------------- u- REAR ELEVATION SCALE: 1/4 • 1'-C' TEXTURED FINISH ■ r 0 0'FW. FLP-,o—------ ------ ------ -------- ----------------------- LEFT ELEVATION SCALE: 1/4 • V-0' TEXTURED FINISH I OFF RIDGE VENT OFF RIDGE VENT RIGHT ELEVATION SCALE: V4 . 1'-0' TEXTURED FINI m 6B'-S' BRG. FksT. S'-S' ERG. NGT. Imn- 0'-O' FIN. FLR f' DECO. DTL. A L441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-774.4078 www.abde ftigoup.com AA N: 0003325 W L Q : ri lu j p� ESy 0 a� l O FA a x >striwiv. M-A SILVEBADO LOT #11 BLK #18 FIROSMITO 4 2-1 181 21LODEMA 4EBB "1828-CALI" OAMAGM 8TfVa3- LEFT FAOM ELEVATION "C" 150 MPH EXP. B ELECTRICAL LEGEND SYMBOL DEFINITION NOTES DEv C"T 30 AMP SNSLE role Ilov OUTLET Nov QTLET 0 OF CUTLET WRED ro WaTON am Nov OUTLET Eaw4m W&VO FAL 1110IMSTANT T pw a@ 220v OUTLET (4) awe CONNECTION U D(T. WATEISRaOP OUTLET 61110ND PAL? NTEISWIAER SWITc3( &ATeN I-luar ORM �4 OWRTCH 4-WAY OFes I_oWALL MOA1/eD �vJ Lw+r CEILING, LIGHT © LED CAA LISIHT O VP VAPOR PROM LONE OINSCNaED CAN WALL aW aNDE [�-nRa eVow. PAN I CRT qR Wo. Ff. "Cla PAN aA.I611T I OM PER Wa. Pr. raFEcr TWO W r T 3-WWLS WRAP ® R wmlur Lkw came Ca MHTJ Y RAUXOWIR }� 4' T FLUOPOSO 4' TRACK LOW 0 PANEL rwrm OSD. also DeTec1DR WIATT_ WAac� rt i ICJ PALL Mt7 MM aMaQ OETICTOR 2 fi 2Aac+r ELtlalloWN ® NTER-COfNCTWD �• Cam A ITMEM VP NO L 4*! Q• NOT LESS T1d 4• PeDANT LmT MATWRAL 6Y TELEPHONE JAOC WIN WATER ISATER oeoa4Ecr AaW COND11TIOMM Dee�»eeT TELEYMM JACK L%aI�NEW O TOE ONTED N ACCOIIVINON WT NM J-E0[ PIAJOW Y OWN POR OM 01000M tO N CAW FOMED N C[LNS PAN'WIT ACOOICANCE WW EOX MARS YOWN MR bloplICTION AEG 34' NC.4 DBocaif Lean 67w pp�pp TS NCANDdcWr LISHT eTlWr eennnnnn Y• I.IWIR STIWr ROOD LISHT KP OPt. a.wmr NJYPAD • PJ. PJIWwrTON PORC1al" we FORT • LOCATION OF N JACKS 4 F -ME Q TLM 4 PANS TO BE vopwRw W NOF[dWR PRE-CONSTIEICTION I WNa • ALL S 120 AMP DRAWN GMUITS TO III AIC FAULT PwW31SCTED PER EMCTRICAL PRO'NEIO(S O =& NY ®ITION [3S3V A NEG NStl 3111I4 WDITIO . 30 ANT DEDICATED LAISDIWr OWEaAT. • OR • ISLAND (NOT ON WOMEN CWWOTIT) • DeWMNER DSCAfE6T TO EE LOOKAW IN PANEL • SATNROOT EXHAUST PAN TO HAVE NK CAPACITY OF ee OR•I W W"ITt EJr M RLECTRrcAL PROVISIONS OF NOTION Meow ROOM RECEPTACLE EI(ALL IO aROND P AULDIET- Waelaam PTW01eCTlOi TDIW ON PnDERE lINS NMEL O LORM ML METHOD SMALL x AMAJ Axe Pet ELOCT FOE PROVNIQEI ar .L3401 GR ALL KVW •ALL WDRIt to c6PrLr WITH ELEOTw(x PROIneaNe 7IE RaOa STY fD (teMl • ma OP Lo"Irm May eE tERST !PI(J•R nA PE! 0-`—`--------------.------.--. i/ OPT. COACH LIGHT ELECTRICAL PLAN SCAM 1/4' • V-IO' CEILING MD. L*WT TO BE NSTALLED, PROVIDE J-BOX FOR OPT. FAN I�Wm©oar--�r�o W®oWTWL»WW�WWWa om��oE�o WWc� mo��0s� WWraQ�Q�® ®oor-r•irr-�mm mOi--T*�oom ®ooWom T_om mQ�Q�� m Errs Wr[EWWI>.mrmz�WW�m M m o0 msrt. —T—c�ma�� 1" WaWE WaWE WWWWa[—�WWWafeE WW 1♦ 1♦ TT T �aaEOti:WE mmm��u LEWE fso�*+-�s�oaEc� mmm^��m Ea�e�mm� - WWII o WT® moll I I ItttI I I I II' I � I I I I °L - I I I I ® I I I � I � L I I I l ---------- - - I I 1 LED LIGHTING ® DOUBLE LAV. OW+ER BATH 150 AMP ELECTRICAL RISER NOT To acAt.e. A ELECTFOCAL tWORLALS AND INSTALLATIONS SMALL COMPLr WWTN ENCTNCAL PROvaias Q THE appole! Ea EQID@!j]ELid LOCAL CODES. AND ALL EB LOGY. FOW CQTPANr II'M.MM IL ALL CONICTOIO SMALL N TYPE THHNmSN UNLESS NOTED OTIE MIEN. POWER OOTAW TRAwePDIaEIW aRADe PRDVDE eS AMR ON~ VOLT, I PHASE WECCNDAR'F XLECTRDAL SIRVICL PRDVDE I 1 CCP"M (OU) N Ltd" VIA 6014ma INS PVC CONDUIT OW PROvm 3 OAS A1.IAINPI (AU N r' DA SOEDAJ SO FVC CONDUIT AS.EWS SERV= IS FROVIDm S/Y TIE KWT11110 00IPANY. COORDINATE WTH DO ELECTRIC LED LIGHTING @ SINGLE LAV. • BATH n P au. 71-M • PS Ou IN3' OODIWT OR I • % OII IN3• CONDUIT. 'EE•a4ATE SAW SIT • OJWRIYJ6J ONWWNATION SE ON A Ee At1P KilaT lCT m IN AND If VOLT M N ECT3" NCOLO N NIl1A 3R eNCLoeIE ra.o PANEL 6CN allw" EN murflR CAMET6E"N"NMI NIweTM WHOM TEMNAL AT LO .T.ECEa 1 .4 CU EERVICe 6R0ID C0NLCIED TO CONOIETE ENCASED FOOTI* STEEL POW EIJCTRACAL PROVISIONS OF TIE CefdSW aDITIOA [Tlrl1 &W VIA X S PT LONS COPPER CLAD 6ROJO ROD 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX:407-774-4078 www.abdeshMgroup.com AA #: 0003326 �•. a I a t MEN bl L $ lu yQI k O G Iu L sVSDIV. de i oT, SILVERADO LOT #11 BLK- #18 p%wj CTIp 41 .002-11181 1[OD>EI: 4EBB "1828—CALI" 0AN.&ON swank LEFT PAGIM ELECTRICAL PLAN 150 MPH EXP. B D TM 10/09/19 sCALIM 1/4'=1'-0" elms= E1 2• VT12 �1R• KITCHEN 2, aw uv AUTO VENT 2•� ,�{ I/2' II 1 1/2• ,. ,� • 1 \) WC , ,!!'�r2+�i 2 I I LAV 1 I LA P TUBV I I g I I I g' s WG 2 SHM � La.g 2 WA64:R el a g• PLUMBING RISER DIAGRAM PLUMBING PLAN E. V4 . P-0• TO MAIN I N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 V W �a O O al 2 1 1 1 aiTnD2V. M "" SILVERADO LOT #11 BLK. #18 Pl�OJmQT� 04128.002-11181 awaRs 4EBB "1828-CALI" GAFLA Z 81FIRI : LEFT PALM PLUMBING PLAN 150 MPH EXP. B HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LEW THEN 14-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER MC 6TH EDITION (201) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS 1 AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN V FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER PSC 6TH EDITION (201) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFOR-IS SHALL BE CONSTRUCTED IN ACCORDANCE TO PBC 6114 EDITION f2VM) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC 6TH EDITION (201) MECHANICAL. CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTECN DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD CEILING EXHAUST FAN RL CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT L9 PA66-THRL AIR GRILL NOTE, ALL HVAC TO HAVE PROPER PAN* W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3/16'X2' TAPCONB WIT SIMPSON US ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN 4' CONCRETE SLAB SECUSTRAP TO UNIT W/ RE -SXI 1/4' SHT. MTL. SCREWS (2) SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER____EXTERIOR y CONNECTION TO PAD WALL y 3/4' PVC CONDENSATE DRAM LINE NOTE: MAIN COND. DRAIN 3/4' DIA. OVER 44EAD 0 Yl' FROM STRUCTURE EVAP. TRAY y F PVC 6LEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAM, AS PER F5CR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION Mn2A HVAC DRAINS Lo SCORIATED NICKEL FL. PL. � FM. FLOOR OR WALL COW CIO. PLUGBRONZE CA. PLUG � � SEE SPEC. BRASS PLUG �'�--FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 0240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTUSPEC FLOOR SLAB CLEAN -OUT (TYPN FIN. GRADE OR PAVING 11-6•xr CONc. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED 1 EXT. GROUND CLEAN -OUT (TYPN ) MECHANICAL PLAN SCALE: 1/4 - I'-0' NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.abdaslgngroup.00m AA 5: 0003325 C • V W D D a BUBDXV. lle LOTS SILVERADO LOT #11 BLK. #18 [Puon=T# 04128.002-11181 MOD2Ellu 4EBB "1828-CALL" GAltA*Z OWINOt LEFT I1PAGUC: MECHANICAL PLAN 50 MPH EXP. B DAM 10/09/19 QCAIM 1/4"=1'-0" DIET M1 00 2X4 TOP PLATE CONIle BEAD PRE -FAIR TRUSS N' eNCTC I COAT &' CFAI In' CLG BOARD A Im NwAenaNAL role aRecnY To lew'aeeIR'eNr MAGONNy IN* rT. WD ATTACIM TO NLL STUDS IN 5' DIA. SLEEVE, CIO.L AS, PER PARTITIONS SUPPORTING DO NOT CUT PPw Flo. (!' DRYWALL WALL HUNG PLUMBING eAt dffALANr ApD 1441 N. RONALD REAGAN BLVD. FIXTURES AND WALL NeAnaR 4Tler LONGWOOD, FL 32750 CABINETS SHALL BE NOT HO"M ALL LESS THAN 2x4, WHERE BOND BEAM O NOT CUT :►ru rays ro. mo us PH: 407-774-40 8 SPACED NOT MORE SOLID GROUT THE BOND a•m�eo TRACK MA oaowMi i� w.abd oWngro07a 2x4 wood W/ ll)- 5 BEAM " » wwwAA 0: 000332P.com STUDS 024' THAN I6' OiC. OR, NOT ��Ud7 .00D w. MOOD ,law rde AA M: 0003325 OC (2)COURSEKI KEBABS, '* wtv�Tm OVW04AD Done LESS THAN 2xb, U1HERE SPACED NOT MORE -- �:: " ArnND+AL OEM VERtiCAL TRACK ODlM BY MMR eY NASTe� TO Roar THAN 24' O.C. �7e SLAIS AFreOMAL RW. FIN. FILM 2A PIPE THROUGH BOND BEAM 2s GAS LINE THRU BLACK 3 GARAGE DOOR JAMBS TYP. INT. WALL NON-BRG. D1 SCALE-. 3/4'-I'-®' D1 SCALE: 11/2'•i'-0' "' D1 SCALE: 314'-JAV FIBERGLASS SHINGLES OVER'90 FELT PAPER FIBERGLASS 6FIINGl C3 OVER N30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION 2x BLOCKING BETWEEN TRUSSES, PER STRUCTURAL DETAILS FIBERGLASS SHINGLES OVE 90 FE T APER as � W 1 0 0 lit FIBERGLASS 6HMGLES OR SYNTHETIC mm.0 ON Ik O$U'S. R L P OR OVER 030 FELT PAPER PRODUCT, INSTALLED SHEATHING OR k COX SYNTHETIC PRODUCT, PRODUCT, OR SYNTHETIC PER SECTION R908.LI PLYUX70D SECURED PER METALLED PER SECTION PER SECTION TALLED RW*.LlL1 ON �' O$D. SHEATHING FASTENER SCHEDULE 6TPFBACK AT ALL UPRIGHTS, SHEATHING OR k CDX ON J• O.&AL SHEATHING /6' GYPSUM BOA OR �' CDX PLYWOOD L PER STRUCTURAL DETAILS PLYWOOD SECURED PER OR k COX PLYWOOD OR 1/2' HKsH SECURED PER I• m' I' 0' SECURED PER STRENGTFICLG. FASTENER SCHEDULE TYp TYP FASTENER SCHEDULE FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE PRE- �. TRUBB 2x FASCIA PER o.H. O.H. MTL. DRIP EDGE N PER ELE STRUCTURAL 2x FASCIA PER PER ELEVATION ELEVATIONS ELEVATIONS IF 0////// SEE ENERGY CODE FORME FM! CONT. 2x RAT RUN SECURED PER Q PIQE ' � INSULATION R-VALUES PRE-� TRUSS VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT REFERENCE STRUCTURAL MTL. DRIP EDGESEE ENEMY IE FORME FOR MTL. DRP EDGE PRE-845L GABLE TRUSS INSULATION R-VPRE -ENG GABLE TRUES I.-,. PER ELEVATION WEEP 6CREED PER ELEVATION WEEP SCREED 2x FASCIA PER n.p 2x FASCIA PER ELEVATIONS py.l. ELEVATIONS 2x P.T. SECURED 5/6' GYPSUM BOARD OR 1/2' 2x P.T. SECURED R-4.1 INSULATION STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD 6TRUCTURAL DDETAILS VENTED SOFFIT VENTED SOFFIT �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS N R-4.1 INSULATION 1/2' THICK, 2 COAT WINDOW 41ENT As rapt PORTLAND T STRUCTURAL MANUFACREFERENCEATUREBSPEGIFICATIONB PLASTER APPLIED DIRECTLY TO MASONRY RENCE Ix2 P.T. FURRING STRUCTURAL STRIPS, • 24' CO. V2' THICK 2 COAT PORTLAND ^'+ P.T. FURRING S' cm CEMENT PLASTER APPLIED STRIPS a 24' D.G. STRIPS 1/2' THICK, 2 COAT PORTLAND `�. 1/2' GYP. WL. W. DIRECTLY TO MASONRY 1/2' THICK 2 COAT 1/2' GYP. ILL. BID ' cm CEMENT PLASTER APPLIED PORTLAND CEMENT WOOD BASE DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY FIN. FLR� _ _ J 0'-0' FM FLR 0'-0' FIN. FLRo _ 0'-0' FIN. FLR a .. ti.. a'cm <" .. ti.. • 4: .. 4. W/ WINDOW OPENING TYP. WALL SECTION W/ WINDOW OPENING TYP. WALL SECTION n B n B kf NO OPENING NOTE: NO OPENING PER SECTION W5.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4.12 A WERE 111U210IV. & LOTi SILVERADO LOT #11 BLK. #18 PII90 T#I 04128.002-11181 HODRU 4EBB "1828-CALM" GARADE e1FMCk LEFT PAGI M DETAILS 150 MPH EXP.R. B 4 1-STORY HIP BLOCK WALL (2) LAYER uNDERLAYMENT SYSTEM 5 1-STORY GABLE BLOCK WALL AFCHrTEcT: SCALE, 3/4'.I'-o' IS REQUIRED. FOR ROOF SLOPES SCALE, 3/4•0-0' OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, 71 ASTM D 4869 TYPE IV, OR ASTM D 6'15-1 A cm AR NO 0 DamT DATA 10/09/19 *CAL>Q: 1/4"=1'-O" mime= D1 MN PON FLALA T SLT TO DLK eY CUT NAIL& zxe d.4R4Ga DGUR EIrV'TK uv (5) ® )6W A -BOLTS 4' EMINDMENT MN UV 2'M-A WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR 4M N JOINTS PRIOR TO FILLING. 1.2XS PT BLOCK • CENTER Or ® DOOR HL4DER WKV)YXS' J-DOLTS 4- EMBEDMENT SV 2'M'Udi' WA&MR AND NUT. ALL ANCHORS04ALL MEN ACCORDANCE TO MANFAGTI#ERS WTALLATION INSTRUCTIONS WERE SUCH INSTRUCTIONS AM MORE STR NMW GARAGE DOOR 1 BUCK ATTACHMENT 4Ge4b -.r- 6' CMU V DRYWALL IIAW OR 19Q' P.T. NAILER ❑ Ix4 P.T. OR V4'X4' MIN. SECURE THRUFRAME 4 EXTEND I Y4 INTO BLOCK W/ V TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 3" MIN. EMBEDMENT 144 WITHIN 8' OP EACH END 4 16' OC. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +9/4 OR +5 A 8 +3/ 4 +6 A SCALE: MTA. 2X4, m SECURE TO BLOCK W/ TAPCONS OR (MIN. SHANK SIZE .HS MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 IB' OC. MAX SPACING. 2Xb,m SECURE TO BLOCK WA-%* TAPCONS(MIR 90AW SIZE Ab MIN. HEAD SIZLOAO MBd. EMBEDMENT I)S') WITHIN S' OF EACH END 4 8• CNU 18' O.C. MAX SPACING. K DRYWALL 2X6, ® rX4' OR 1"' P.T. NAILER SECURE TO BLOCK W/2.%, OOR CASING TAPCONIB (MIN. 6WANIK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WIDOW MIN. EMBEDMENT I Y4) TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' OC. MAX SPACNG. NOTE, BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BUCK +1-1 E � if TO BLACK +1-1 " 2X4m SECURE TO BLOCK LLV TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN S' OF EACH END 4 18' OC. MAX SPACING. NOTE, STRUCTURAL 2X 2X6m MUST DE ON OUT6IDE 4 SECURED THROUGH SECURE TO BLOCK WA-V RAL Ills' TAPCONS TAPC APCON MMINIR 1 (MIN. SHANK SIZE AS EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 CMU MIN. EMBEDMENT I Yi) DRYWALL WITHIN 8' OF EACH END 4 10' OC. MAX SPACING. OR 170' P.T. NAILER 2X8,® ❑�f4-XW 6ECURE TO BLOCK WA -%-I Ne' OA.B. X 4' MIN. TAPCONB (MIN. SHANK SIZE .146 ..DOOR CASING MIN HEAD SIZE 300 DOOR JAMB OR WIt470W MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. ID'Or- MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED V) DOOR JAMB TO BLACK +1-JS 1,�" C CALE, RT . 2X4,m SECURE TO BLOCK W/ V*- TAPCONS (MIN SWANK SIZE 345 MIN. HEAD SIZE .300 MN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X I8. OC. MAX 6PACNG. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH BLOCK WV2-%' N-ST Vo' TSEE�STO T MIN�1� (MIN. 6HANK SIZE J4S EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8. CMl WITHIN 8' OF EACH END 4 lj' DRYWALL LL 16' OC. MAX SPACING, 2X$s P.T. NAILER TO BLOCK WA-VTAPGONS CASINGSECURE tX4R (MIN. SHANK SIZE AS MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y4)--ATTACH TO 2X PER WITHIN V OP EACH END 8 MANUFACTURES DETAILS. 18' OC. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK " ��f \aL€- KTAW To BLOCK +z 1!4• 2X4m SECURE TO BLOCK W/ i(e' TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') WITHIN a- OP EACH END 4 OT NOTE.STRUCTURAL 2X 18' OC. MAX SPACING.MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH 90 BLOCK UV2.4Xs'TAPCON NON-STRUCTURAL 9V T MIN. I-Y4 (MIN. &HANK SIZE J45 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 • cm MIN. EMBEDMENTI ,W) ' DRYWALL WITHIN 8. OF EACH END 4 •X4- OR I'X2- P.T. NAILER 16' O.C. MAX SPACING. 2X8m SECURE TO BLOCK WA-%' TAPCONS DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER is, OC. MAX SPACNG. MANUFACTURES DETAILS. WM 4MM YN®p tOILYf ilFlef00 NT oaC�AY DOOR JAMB TO BLACK +3" E SCALE: KTA. 2X4m SECURE TO BLOCK UY V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT IYi ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X W OC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WA-%' NON-STRUCTURAL Ve' TAPCONS(MN. SWANK SIZE TAPCON MIN. I-Y4 145 EMBEDMENT INTO (BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN VOF EACH END 4 8. C� Yj• DRYWALL 18. OC. MAX SPACING. 2XB+m I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK UY2-%'ATTACW 2ND 2X SECURE TO TAPCONS(MIN. SHANK TRUCTURAL MEMBER ,µy /(2A2d WITHIN 8' OF EACH MIN HEAD SIZE 3"ND 4 6' TO 8' OC. MAX MIN. EMBEDMENT I Yi)COW CASING WITHIN 8' OF EACH ENOOR JAMB OR WINDOW 10' OC. MAX SPACING TO 2X PER MANUFACTURES DETAILS. NOTEI SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3" FI TO BLOCK +3" T. 2X4m SECURE TO BLOCK W/i4 TAPOONS(MM. SHANK SIZE .µ8 MIN. HEAD 612E 300 MIN. EMBEDMENT I Y4) NOTE, STRUCTURAL 2X WITHIN &' OP EACH END 4 MUST BE ON OUTSIDE 4 IB' OC. MAX SPACING. SECURED THROUGH 2X61® NON-STRUCTURAL 4)i' SECURE TO BLOCK WA-V4' TAPC,4 MIN. 1-& TAPCCWMIN. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 S, CFAJ MINL EMBEDMENT I Y4) • DRTTU4LL WITHINW OF EACH END 4 WO,C. MAX SPACING. 17C4 OR I'X2' P.T. NAILER 2X0c= ❑ V4' SECURE TO BLOCK WVI)AVrIACA 'AD. X 4' MIN. TAPCON6 (MIN. SHANK SIZE J45CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) JAMB OR WINDOW WITHIN 8' OF EACH ENDH TO 2X PER W OC. MAX SPACING. ACTURE6 DETAILS. N�IM 4,MY,�eD TO •lYf J4f too Nol a®lY! DOOR JAMB TO BLOCK +3-7/18" RINDOIF BLOCK +3-7 8" G 6CAL , N.rA. 2X4= SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' EACH END 4 NOTE, STRUCTURAL 2X OC. MAX SPACING. MUST BE ON OUTSIDE 4 X10' 2E'm SECURED THROUGH SECURE TO BLOCK UYI-V4' NON-STRUCTURAL V TAPCONSTAPCON MIN. I-Y4 (MIN. SHANK SIZE J43 EMBEDMENT INTO BLOCe MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 8' CM WITHIN 8' OF EACH END 4 1S• DRYWALL 18' OC. MAX SPACING. 11 I'X4' OR I'X2' P.T. NAILER 2X&mw SECURE TO I5LOCK WA.1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE 345 MIN. HEAD SIZE 300 MR EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN VOP EACH END 4 TTAC 4 TO 2X PER IB' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTEI SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3 3/4' @ IIBi M TO BLACK +3 3/4" 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com L AA N: 0003325 , as Is J 2 w L O O >!unDLN. a4 MOMI SILVERADO LOT #11 BLK #18 1PIROaWT4/ 04128.002-11181 LMiODW, 4EBB "1828—CALI" GARAGE L!V►DRO- LEFT 1PAGO DETAILS 150 MPH EXP. B ^1 T 10/09/19 SCALIM 1/4"=1'-0" 1sLBLKi m D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.E USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FLIS332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 153S3.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIORTO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE:08/06/2019 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774i078 www.abdesWngroup.com L AA 0: 0003325 � Z a D IN I lllilI MOP sVBDrif. /e w SILVERADO LOT #11 BLK #18 Fmoa OTfp 41 2-11 81 1[iDD>Qia 4EBB "1828-CALI" GAItAiOJB 8VWCl. LEFT PAGW. PRODUCT APPROVAL LISTING 150 MPH EXP. B D�' mam 10/09/19 =AIM 1/4"=1'-O" opmm T D3 �D BISLDNS WRAP 614ALL 011 LAPPED A MNMIM OF 4h4' SELF -A W1V0 Ir PUMORME 6, '� S' • VERTICAL LAPS (ROLL N6 PLASN(COMPATIBLE W/ MOM ENDS) A V • HORIZONTAL LAPS, WRAP MATERIAL) OVER ALL ON" NEED TO BE TAP® LATH VERTICAL LAP TO 0[ 1' APPROVED HOUSE WRAF: .. UTN PORTWER GMATWM TAPE ■LAENNt3 To �cT�o ONTO PIP! I . APA I' OR LESSPIIK 016• SBLF•ADHL'RNt3 PII'BRANE PREFORMED CONTROL JONT i I' TTACK 3 COAT CEMENT PB•ETRATRCN Rt18HMA (RIAL) OAR S! UV USE HO PLANOF CONTROL JOINTS T \ PLASTER < SELF-ADMN6 ERMEMBRANE WIRED TWO TO LATH A V MAID LAYER •4 PORTFEER / \ I FLASN16 OVER )APPROVED OG MAX (VERT! tKm DO SULDN13 PAPER r MNL LAP' . MT•LL p.>;. 'ut .::9:: <�ti( t ARTo oeren auie PIPS 1441 N. RONALD REAOWJ BLVD. NOT PASTEN CONTROL JOINT TO Y4LL.L EVEN F STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH �y LONGWOOD, FL 0 750 �MACONTROL JOINT TBT. FAAS TB' MRTJ OG PIAX I" " X X X ' PH: 407-7746078 FAX: 407-774.4078 DURN6 RETALLATION — — — — CUT AND OVERLAP ONE SIDE OP www.abdeskgngroup.eom PASTENERS TO BE Sr SRO M7�Af<Ar METAL LATH PS ��J'DI'ERSA6 MEMBRANE CUT AND OVERLAP ONE SM OF AA M: 000332E A I'Or— MAX VERTICALLY I NG SELP-ADNERM MEMBRANE STEP R'2 WOW GMAT14M WRB LAYER -I TIRCr, 3 COAT CEMENT ][SJaLJ. RASNIN6 I STUCCO WRAP I Vot UM LAYER •L STUCCO WRAP ,,,t.. r �.. C °} AP OELo r METAL LATH WAB LATEPAPOR R 4. PORrFOlR WRO LATER R, PORTFBlR �BWLON6 � I UM LAYER •2. FORTPMR BWLDN6 PAPER MELONS PAPER WRS LAYER R -L OnJPLASNN6 METAL LATN LATH Stios' SlLP•ADNERNt7r MEMBRANE OVER 4k4' frr SELIF-ADWERINS MEMBRANE INSTALL FASTENERS (CLIPS, FLASI'I APPROVED LATHCONTINIJAIS SMALL NOT WOOD SHMATNNS STRAPS, STAPLES) AS e• to v r m r To �UAfAP�= CONTROL PIPE/ MAR FRAM 4'It4' SELF-ADIERNS MEMBRANE JOKM7WROS JOINTS BUT SIWML BE STOPPED AND PLA04M OVER APPROVED UK TIED AT EACH SIDE. PER ASTM 0003 !X4 �� r net "A' m F_xt®JO ONTO PIPE 11014 CED PLAFLAT MAX. S' TO VL�ArLL mw CONTROL JOINT US4LM CONTROL JOINT FALLS ON STRUCTURAL STUD 2 SCALEr rt IR'.I'-O' W COW AD OF SEALANT BE EIR L PASTlNS POR LATH TO BE NAILS O\R i INSTALL APPROVED WCU@Mto&P AIR STAPLES N COMPLIANCE W) ASTM CI003 � WLTRATION BARRIER OVER 2. BR TIES TO BE CNO. E) DOATS' WAIL / SNSATMNM \ I TO WALL STUDS REWIRED PER PLMI / C�N lH (S!! TYP WALL GECTIOW ) VERTICAL LATH ry cl r & PAPER DETAIL / uEDOD STIRS SECTION PPR SECTION W�7 "" Bl1YRl(YIIYtA1M IIIAMIIW SNEATNINS Exterior use of portlend cernert pleemr SINOTE, LAPS OP METAL shell comply with dr i eppkell PLASTER BASES SHALL r qU—.rte olASTM C 826.12A. BE SECURED TO BULONS O"M" TYPE CONTROL JOINT FRAMMEMEBIRS, MEMEBIRE• PAPER •LAP IrutelletionofexteriorWt*Vandfimng in TFEY SKULL BE TED eheN comply with ASTM C 10S312A BETWEEN SUPPORTS W WITH BAIWS-N. (12I4MM) STUCCO La LATH MAIZE AT INTERVALS NOT NI LAAF' • �°� MOM THAN S' (220-PMA O AS PER AS1M CIB1! �i L-.---A�2 AF0.oWWtD•PT•A AS PIPE PENETRATION DETAIL (FRAME) POLO A. t%nAsl • M. W ! 34 ® ® ®KICKOUT IESROPTEARS HORIZONTAL LATH N.T.S. IN IN uAMESLALATEEN, TEARS DETAIL MAY ac PATCHED & PAPER DETAIL wnROIEe IueAr TAPE PER MAN7P. a'EC. OR pay PEEL A STICK er 0 OL row NAMM e ® L— NRMIO • PL A WOOD SHEATHING OR CMU Per. A IM.n.� xcwAr•Pc• �, WRB LAYER •I, xtTAMA x arEAW . M. o S. elwAM • Per. C 'j STUCCO WRAP (FRAME ONLY) A P"fR. C 0Tm Pr. Y' STa S7ft'7l Onelm •+�# THICK, 3 COAT CEMENT PLASTER (FRAME), VY'COAT LEGEND } CEMENT PLASTER (GMU) l' METAL LATH (FRAME ONLY) c. 4> LAP WR5 4 TAPE OVER DRAINAGE PLANE (WRB T, ROOEIWALL SCREED LAYER 01, STUCCO WRAP) = Caa•Lo. an i tTI MIOQATC01Dr Z r;'XJ' 'L' TYPE CONTINUOUS WRB LAYER "2 (FORTIFIBER— PLASM* mm 7AVA'TCOAT GALV, METAL FLASHING% CST PLAO7N(0 z (NAIL TO ROOF DECK, NOT BUILDING PAPER WIRO LATER 4. PORTFBIR dy BIIRLOINSPAFERMWw0LTA WALL SHEATHING) WRBUYER-L �+ CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X SCCO 711tUMP(RIANW 01LT) INSTALL WITH ROOF CEMENT LAP l.Aym OF SIALOM WAAP aosa:v. aM LOT: SILVERADO LOT #11 BLK #18 PIlOJa'OCT/A 04128.002-11181 MoaRI, 4EBB "1828—CALI" GARAGM 8 WING(: LEFT PAGO WALL ASSEMBLY DETAILS 150 MPH EXP. B oval HAL"A PLANNE, ATOP STUCCO AFICHnIECT- pomm on tall 'AP CEMENT oeSALLPLArM a �I I ROOF ROOF PER ELEVATIONS WOOD SHEATHING n (� '' I SELF—ADHESIVE FLASHING — — — — — — T 1 NOTE: PALMETAL LATH: LATH TO BE PER SECTION ARNWO P,< 10 — °OWm�� `�` R-1031.1 / ASTM C-841-09, MIN. 2.5 LSS. PRIDIT llt —mallO " ; L-=-e'Roof. DATar 10/09/19 OWI tiVWl.AP" S, VAu"r'CT1cm PER SQ. YARD (UTILITY OR NOMINAL WCALM 1/4"=1'-0" ranw w• twLaW WATlety t7aNM3CALLT PA*=A WIAP LATH DOES NOT MEET SPECIFICATIONS) ai�aT ""M4'=MAX 5 "L" FLASHING N,T,S, W A 1 BACKER ROD BACKER ROD UPS LAYER 9, Snlrra HIRAP INSTALL V 6ELF-ADHERING MEMBRANE PLAOWINO OVER TOP, NOVO) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. V1GAZ ars OF FLASHNG 20 BE: L BOTTOM. 2. SIDES. 3. TOP VENT OAP 16 TO BE GET IN BED OF SEALANT AT TOP AND SIDE& ONLY. SEALANT 16 TO BE TOOLED 60 A6 TO DEFLECT OUTER AWAY FROM JOINTS. E-Z BEAD ALL AROIND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO QNL L BID S.Y.' CAULKING • JOINT PER SECTION R70&7 EldwW hNd�Gnd�� Exterior use of portland cement plaster shall comply vAth the application requirements of ASTM C 92612A. Installation of exterior lathing and framing shall comply with ASTM C 1063-124. HOODED VENT THICK 3 COAT CEMENT PLASTER METAL LATH UR6 LAYER -2. FORTIFIBER BUILDING PAPER - WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-&41-0% MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 0 DRYER VENT VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE -- PLASHING (INSTALL PER MANIF. SPEGSJ BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.TA. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT C 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CUT OPENING IN APPROVED NOUSEWRAP FOR BOX INSTALLATION WRB LAYER 9, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP ELEC. METER FIELD BELOW VERIFY LOCATION GUT SUCH TWA' NO MEMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO FA( EDGE AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM >R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-Z OVER 60 M GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC WOOD SHEATHING UPS LAYER 9, STUCCO WRAP UM LAYER V. FOIRTffIBER BUILDING. PAPER METAL LATH FASTEN TO WOOD &TRY.TUfAL MEMBER , n' OC. MAX )i' TO 1i' no--waL i WERP aCl�lD S' WIDE STRIP SELF ADWMtvg PLASHING. CLEAN MASONRY BEFORE APPLYM V PINION • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCKITO BLOCKI e' WRS LAYER 9, STUCCO WRAP CUT 'X' INTO::..::::..:.';:<:�'t2`; SELF -ADHERING% MEMBRANE FLASHING APPLY SELF-ADI-ERMG MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER STEP 01 STEP #2 WRB LAYER 9, STUCCO C.O WRAP APPLY 60 MIN - GRADE TY FELT OVER SELF-AD44ERM FLASHING OVER APROVED HOU6EWRAP STEP #3 ® Rf MEMBRANE FLASHING, �- WAS LAYER 02, FORTIFIBER BUILDING PAPER STEP 1*4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP S STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407.774.4078 www.abdesoVoup.com AA S: 0003325 �a 2 b � o W O tS><J'DIV. NIs LOT. SILVERADO LOT #11 BLK #18 PROA=T# 04128.002-11181 1WDRis 4EBB "1828—CALL" GARA02 aWINCt LEFT PAGE WALL ASSEMBLY DETAILS 150 MPH EXP. B T1P PAX AR NO 0070 ki n 10/0 /19 dil 1/4"=1'-0" s�sT WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING 4 *1' O.C.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK 1TL 1441 N. RONALDREAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 wwwAbdaskpgroup.com AA 0:0003326 L� WJ �$t: ppp$ O as allI asumly. 4 LOTs SILVERADO LOT #11 BLK #18 inwi CTfp 04128.002-11181 xoaZs 4EBB "1828-CALM" GAl &0Z IrWINGs LEFT PACE: WALL ASSEMBLY DETAILS 150 MPH EXP. B POLIM A ABOUCPACPA AR No 90723 , aw� 10/09/1a 6CAU& 1/4"=1'-0" siIMET WA3 LEGEND DRAINAGE PLANE (WRB LAYER h, STUCCO WRAP) WRB LAYER 02 IFORTIFISER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD & 4EATNMS— UE.ATNER REMSTIVE 6ARPOER -1 UEEAARIT RESMTNE / ER MOM %r ///� \ S'&ELF-AONERMG YGI WI ` F°ue�++N6 t Ua' UEA / \� BARRERIRM&TNE DER I�@.OI&TNE &TARTER STRIP \lik6ifft, .. -ADWERN& PLAOMM D GALVMETAL _ — — QuiL4ALVDFN►bTAL VD E z R_A&NNdi MOOD Tw "PIDER / / 'um`TItl�FIFe R i <• AL GAP U4CALLKING / OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAOAN BLVD. LONGWOOD,FL32750 PH: 40T-774-6078 FAX: 407-774-4078 www.abdeskpgroup.com AA S: 0003325 a IN O ITL swan► ae ILOTs SILVERADO LOT #11 BLK. #18 PmoJwT# 4 8. 02-11181 aroa�A 4EBB "1828-CALM" OAXAOs swnNch ILEFT PAGM WALL ASSEMBLY DETAILS 150 MPH EXP. B 02 --DATsh 10/09/19 scArts 1/4"=1'-0" Me= WA4 00 A —2x6 SUB-BANb W/1'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK 1° DRIP EDGE �t _ILI It TEXTURED I t FINISH • WOOD I t I I/8 In* TEXTURED j tt FINISH • CMU t METAL FASCIA tt I WRAP Ya' FROM tt - STUCCO, 1' FROM - - WOOD WALL tt C t \\\\ I EXTERIOR WALL tt @\� (FRAME OR CMU) t \\ NOTE: NOTCH FOR 2X6 t `\ SUB BAND ONLY 1/8' TEXTURED F"6w • WOOD. V2'TEXTUQED FINIBN • cm METAL LATH METAL FASCIA WRAP WOOD "ATHMG OR CM WRB LAYER N, STUCCO ~(FRAME ONLY) - WRB LAYER 42, FORTIFIBER BUILDMG PAPER (FRAME ONLY) 2X6 &JS BAND---IROOFING CEMENT DRIP EDGE FL,'--VN E3 METAL KICK OUT r-ROOF KICK OUT REMOVED tt FOR CLARITY -t,-ROOF DECK (BEYOND) \-\t DRIP EDGE, I' OFF WALL '(NOT INTO STUCCO) P/8' TEXTURED FINISH `�\1t WOOD, 1/2' TEXTURED FINISH s CMU / 2x6 SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ®ELEVATION ®PLAN A METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-V' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH A END TAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL® WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.)4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdes*igmup.mm AA M: 0003325 $a� 0 b O yy L uS W TB c eVSDiV. Ae LOT: SILVEBADO LOT #11 BLIP #18 Fknoa OT* 4 2- 1 81 MoDm. 4EBB "1828-CAIJ" GARAoa SVMCC : LEFT PAGM WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B ROLMD A ABOUCHAORA L AR NO 93723 A D � 10/09/19 OCALM 1/4'=l'-0" D CET WA6 30" MIN. EACH WAY MONOLITHIC FOOTING }} STEEL REINFORCING IN GROUTED 1` STEEL REINFORCING IN GROUTED •• � CELL SEE PLAN FOR SIZE AND d o. CELL SEE PLAN FOR SIZE AND • +. 0- SPACING REQUIREMENTS O w SPACING REQUIREMENTS N v—. 1 ..r���......iii•._�.. J°. •�I 1- ..... GARAGE DOOR RECESS IL IL W r FM •' j B+ N Z 8" CMU WALL O 8" CMU WALL • CORNER BARS, SAE SIZE AS BAR W W Z M FOUNDATION -1. 3a' LEG EACH w= •°I WAY AT ALL CHANGES IN DIRECTIONS W y TOP OF SLPB TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS .. �•�� _• I. MATCH AMOUNT OF CONTINUOUS BARS CURB FOR .. • EXT. PORCH SLAB ' W/ ISOLATION SEE SLAB SCHEDULE. BAR SIZE 48 BAR DIA 4" CHAMFER 03 16" EXT, PORCH SLAB • PRII•I• SEE SLAB SCHEDULE TOP OF GARAGE • 4" CHAMFER LL •' v. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE RY UNITSNSET -' Z;p+ AT ELEV: 112" '' 8" CHAMFER (2STORY) W/1/2" ISOLATION (1-STORY) �i 0'-0" (---+� JOINT WHERE • APPLICABLE) z #4 24" SEE SCHEDULE �' 3P JOINT (WHERE 6"CHAMFER (2-STORY) ( ) :EE SCHEDULE a. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE #488 APPLICABLE) 2 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY 4T N AND BAR QUANTITY NUMBER OF BARS (1.. 2 TO 3, PROVIDE 2 BARS), LINO t/�EXTERIOR MONO -FOOTING �EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE:3/4•'=1'-0" 2 SCALE:3/4"=1'-a' @ GARAGE CORNER BARS DETAIL DOOR OPENING 3 SCALE: 3 4' =r-a 4 SCALE: LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL PLAN w 2x4 OR 2x6 MCC) BEARING PROVIDE BLOCKING 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING Lal 7 I WALL W/ SYP WALL W/ SYP No 2 STUDS SEE 2" CAPPED GALVANIZED PIPE S fDjj NEW REINF. BAR On. SECURED W/2-PART No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB VJ SPACING. SINGLE BTM. PLATE 1/2"x9" WEDGE ANCHOR W/2' PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. W/FLANGE BASE Ka g I EPDXY. MIN. EMBED 70 BE PT. PROVIDE DBL TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO Q 8", UNO PLATE EPDXY 5-1/2" EMBED. MIN. 16" OC SLAB W/tOtl MASONRY 4 FOLLOW ALL MANF. = USP SPTH4 OR SPTHB BTM MAX NAIL 16" O/C STAGGERED. ih SPECIFICATIONS FOR N � AND TOP PLATE ANCHORS WI ADDITIONAL METAL = m USE AND x 1 1/2" COMMON NAILS t SECURE FLANGE 70 H ro PREPARA7IIXJ OF FILL HOLES, DO NOT USE REQUIRED WHEN REQUIRED WHEN NO W/ BLAB W/(4) 1/4" X 2 1/4" Z HOLE a zAL W y UPLIFT IS PRESENT. W TLAB w SLAB SCHEDULE SEE SLAB SCHEDULE Q [SEE TOP OF SLAB .. :, TOP OF SLAB 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) : 4.�� • - �` . �.�: � s• EQ. EQ. SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY SCALE: 3/4"=1'-0" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 7 8 SCALE: —'-a' scALE:3a^=r-o" (W/UPLIFT) scALE:34=r-a (NO UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C STM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE p PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/tOd MASONRY NAIL W 18" O/C STAGGERED. U ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO wO W 8" CMU WAIL UPLIFT IS PRESENT. 2: y POURED LINTEL CONT. (TYP.) '•" 8"CMU FILLED CELL (TYP.) _ �•�� TOP OF SLAB SEE SLAB SCHEDULE I• ,. _ 2X WALL FRAMING SEE SLAB SCHEDULE 1/2" DIA. USP 725OSD BOLTS 5" - TOP OF SLAB 'A+ 2 i - •'�+ "ISOLATED" COLUMN PAD MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 60 CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX "�� • -� POURED MONOLITHICALLYWITH - FOUNDATION AND SLAB 4 SEE SCHEDULE SEE SCHEDULE / FOR WxD, BAR SIZE FOR WAD, BAR SIZE ✓ AND BAR QUANTITY AND BAR QUANTITY �/II„ COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO FOUNDATION WOOD WALL OTING AND COL. PAD BLOCK WALL CONNECTION D-!NTERIOR SCALE: (NO UPLIFT) SEO SCALE: 3/4"=l'-a' 11 SCALE: 3l4"=1'•a' .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.ebdesigngro Llp.com AA M: 0003328 W u`a' 0 a $ a[TSaIV. Aa =A•Pt 91LVERADO LOT #11 BLK #18 rnommw 41 8. - 11 1 �coasss 4EBB "1828-CALI" GA1CARia EwINOt LEFT PAGr. DETAILS 150 MPH EXP. B R 10/09/19 Q: 1/4"=f-0" x .1A DOWEL PLAN SCALE: 7/4" = V-0' 1.441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosVigroup.com AA 8: 0003325 , iQ i E q L G O 0 IHIM svlm:v as Loa% SILVERADO LOT #11 BLK. #18 PRo'T,r 0 2.02— 11 MoDM- 4EBB "1828—CALI" GAMA03 01FINM LEFT PAOM DOWEL PLAN 150 MPH EXP. B RDM Dw10/09/19 NCAL)O 1/4"=1'-0" 51.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/1a'HOOK GROUTED BOND BEAM VARIES PER ELEV. A— 2 N .ea. • I 'I 'p CLEAN OUT REQUIRED FOR INSPECTION rI '•'•' I TIET/ERTICALREBAR .. '�.•3 • TO HORIZONTAL REBAR W/,a'HOOK —L BAR 61ZE 48 BAR DIA Z W #3I ,8' #4 24" U #S 39' #5 38 HORIZONTAUVERTICAL #7 4r 0- REINFORCING � SCALE: 3l4"=1'-a Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 TdC SPACING REQUIREMENTS W U O N 2 8" CMU WALL (J•�. ^. TOP OF SLAB a TOP OF SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA i > n Wt PORCH SLAB 4" CHAMFER (1-STORY) #5 �8, U • a • 4 W/ ""' ISOLATION S" CHAMFER (2STORY) JOINT I=TE • #4 24" APPLICABLE) _2 ATCH STEEL 3a' a #6 8" PVC CHASE REINFORCEMEM„ THRU FOOTING PER SCHEDULE 8" PVC CHASE THRU FOOTING #7 4r MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR MD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING SCALE #5 BARS ErTil ;I 08. 61 io a9 CMU UNIT DIMENSIONS O � ARE NOMINAL SIZES MASONRY SYMBOLS 3 SCALE: 3/4"=,'-a' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 wwwsbdes1=uP.eom AA #. 0003328 h K • ;r a! a sysDiv. a. Lom SILVERADO LOT #11 BLK. #18 P1 o"' 4 .0 2- 1 1 MoD ' "1828-CALI" GA2tA0a sVIDgM LEFT PAGI DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1 Od x 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 110 HOG NAILS, WOOD TO WOOD: USP RTi SA OR LUGT2 W/ IOd x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3, ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. S. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. S. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177" " x 2 7/8" LONG, WITH WASHER 0m 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION Irc SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 3000 8.8 1)a8 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �IasFGISSS SAFE LOAD - POUNDS PER LINEAR FOOT `IIls`GM1n SAE LFOAD PL —.0-- SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH we'ae WIW w"as IRM ONO IPsas 0" o TYPE LENGTH S! R(,L�) TYPE LENGTH �'Tt Blear 'IT arpaT ~T tnasr ~T anssr ~T rxar IF IT arweT WXW trseT MIO elate at'tals t1'Mn ini.ls rrnn wan rLo►ta rr ) vRBC11ST �J1 =n" Mrs am arm ,wr "m101 rr (an PREC/16T 1026 1021 1S9O rr (a) PREG6T 7a1s 3O1 406 m SM tall m4m $1tl low W4 lark tuna ear saw a0114 4W = nw 7W (4" PRECAST t9e0 2MI aaaD 41as wn 1w4 am (4e� PRECAST 7e6 7e6 13W 4'r On PRECAST m m m sell 4m war m4-0' Mu 4an ettl 7atl am pall lowar pis asw asM 3811111 4n0 83111 ease 4d' 6149 PRECAST 16a9 ,w nas wn m 4m e"i aw4 Rd t6•"1 PREGOT e92 6B1 1078 4'r (15" PWAST p1r am nar 3m 4n1 IHt we aim 48s sl" par W2 I M I/p I1w ails am aan 4m 4n, wn 64' (e4� PRECAST 1217 ME "w etn apt 3aM 42" Br (6M PRECAST 411 4H 746 S-4' R4'! PRECAST Isis 1 azn seas 311 as11 4� Im sell raw ma Im I7tl am am tlw w 4m S-,0' pe') PRECAST wee ,tar /m Im a0M am 7aM $470 (ro9 PRECAIT e40 889 816 r40' (ro9 PREGIST no 7aM M = MIS IN, alas 4m n on-64O ear un aas1 sear afw m 4m sr pa) PRECAST toe = am i4w awl afar AM ow Sr Peg PRECAST eO7 72, 490 Sr (7s') PRECAST aw ass swf 12M it" am am wn Mn m t4n ,aM asw sm last ant 7'r A8'i PRECAST 7p faH 1741 am lass asw m asw r4' W1 PRECAST 424 534 3e2 TS (On PRECAST >s nu Ins //as awl a1M wn mw. IN Ian loll a1Il alas Mar loss 9`< p129 PRECiIST e64 aM IIas no was nw Ills mr P4" (tta') PRECAST 526 61a 2aD r4' 1112') PRSDAST MI m star m lass tlls was ilw an iw "ls Iap IN Isis Ills ,ae raS) vRu Aer ae w m ,Mr m 2m 20 alas 10r nee') PRECAST 2M 401 ,eo 1Sr (12e� PRICAST m ws w , ant m ,we Ills, 1aas am ae eas Hw ,47s tm 7iw sow 11'-4' (130') PREGWT a62 sas eas me Is" m SW 4m 114' p36') PRECAST 210 464 t64 11'4' (136) PRECAST 4" am wi Ian t 1n tm eC w tlw Im rip &IV 4QM 4M sw "7a IM Ills" afar t2W (14t7 PRSGOT 387 010 art =6 ,Mt im ass 11as 12W (14C) PRECAST 214 402 127 12'r (14P) PMC/(OT 4ls 4w A4 M1 11 I I= ON m y04 Ism 2lst = aloe no aw sls Isis I isle"wIl ,r-4' (1s07 PRETJIIT 290 4n in "m I'm /M1 as" wn ,a4• (,e07 PRECAST 2,7 3a4 Ito 1rr peD9 PRECAOT 49 m m 7M 1M t 1n >m oe us mb a u apt 4as 410 /w 1,n 141 , Ien W411' (lee') PRECAST 279 411 1w 10°° '® :m °Na ,4%r (lee') PRECAS► 206 223 too Nr pee) PRECAST M. M tat ear , tam 442 >d ION ,Ma iw/ 2w am 4" 4w n7 I , In 1Or (1'M') PREMf NA M Mt tat ,at "t ,M "t tar (1767 PRE87REBel® NA 2N W wr (176') PRBSIR aw an aM m ear m m m m I m In Hs, Im 4w 7w 7n0 1sw YY am vu I" pis') PR68TA m Nit Mt Mt Ml Nl Ml NI Ml 1" (18" PFMTMM NR 269 88 1" (1s" PR4MNM 7as Ili ni aw 4w eN ® aw 7w nt I "1e sU nr pIl Ins m MW astl irk' pOs� FREBTIIFOem Nit "R Hit MR Ial MI sal 174' (a9s9 PR16lTA NA 1W a trr (900') PRIG tlT In 1n aIl 41e m IRf 7w m I IN tan m tom a" m an tear "" asp 1S4' 0' PIIESiRfIYB® NA Mt Ml Ml tal M sal Q� N.R. tN 82 19'4' PR661REBOOD IM In m aM all 4w 4w m w MI aw 1 1ar /m am 4as m taw 1: us 1RP Q� PRE NR Ml M NR 1M M,tl 21W (7d6') PIS NR Ix 42 21%C Wn PRBTIRESOM Iw 3" m 70/ asi iw an 4M p1 m ass • tar 3tlOals1N4 I (ie49 PRE NR MlM Ml MI Ml Iff",Y-4 270 1284'1 PRBiTR D NR Ile 40 2rr Re49 PAIN R awerr 3" aIl m lea tlw is 41e 4w mm aw Aee9 PRWMEB W NR M MltMIR Nl �"fin)PREBTAOOB® NA 91 OS err (m9 m aw ne 'W m Tar ass >• : r M teas (4) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED RESAR. (0) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. "ALL VALUES TAMEN FROM %AFE LOAD TABLES BY CAWCRM ANY 2016 EDRION-PREDABT PRODUCE BV =IER8 TO AEETOR E7(CEFDVALUEB STATED AIM •ALL PRWAOTPRODIICTB ARE TO BB MTAUAD PER MAN FACIim SPBCIFICATpNI-PROVDE M611M4*OF SEARING PAST EACH ODE OF WIDOW OPSM PRODUCT CONTROL NOTICE OF ACCEPTANCE F. E.C.R CORPORATIONCASTE-CRETE DIVISION ACCEPTANCE e: 18-0126.03 i--------------�--------------J L----------L----------J LIFT BEAM PLAN SCALE: 1/4" - V-0" i"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdeaWWoup.eom AA M: 0003325 �a 'i IIL W 1-0 .W r rL lu 1u 0 M C S Ot BUJIDIV. a LOTa SILVERADO LOT #11 BLK #18 PRO T# 04 8.0 2-11 81 MODEM, 4EBB "1828-CALI" GARAGN ®71IATGa LEFT PALM LIFT BEAM PLAN AND NOTES 150 MPH EXP. B ROLAW A. M n Gt� #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/10' HOOK PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR TYP 6k8" m' 1. PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE*5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST` TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE. TYP. W06' �p 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM �• ": COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL ' REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE i TOP OF THE LINTEL 1- B•, I- 6, LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. 30" TYPICAL #5 BAR IN BOND BEAM T I/ OF v F = FILLED W/ GROUT .U =UNFILLED �p1\�;" NOMI HAL WIDTH • OF #5'S, IN 2ND BOND WIDTH BEAM COURSE CORNER \�0 16-1 Fos' G NOMINAL � a. P� HEIGHT # OF #5'S, BOND BEAM T/1 /c B TOP COURSE REINFORCING OF BOND BEAM IT IS THIS ENGINEER'S INTENT THAT XFXX - 1 T/1 M/08 INDICATES A DOUBLE BOND BEAM pIACEDSN LOINTEM SCALE: 3/4"=1'-0' AND XFXX - 1 TIOM/OB INDICATES A SINGLE BOND BEAM WINDOW PRE -CAST v/4" A31 WINDOW SILL Z SLOPE TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION 8x16 DBL BOND TOP O BEAM W/(1)#6 BAR BOND BEAM EACH COURSE 8xS BOND BEAM T P W/(1)#5 BAR —� '.•�: BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM Sx8 PRE -CAST CONCRETE LINTEL WI #5 BAR (L2) MASONRY LENGTH OFF BAR =WIDTH OF OPENING-Z' OR BEAM DESIGNATION 8x8 PRE -CAST CONCRETE SCALE: LINTEL, W/O STEEL(L1) REFER TO PLAN FOR LOCATIONS OF OPENING PRECAST HEADER(MIN) — 2x4 (MIN 2 X 3)1-3116 — TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN i-11C EMBEDMENT 24 (MIN 2 X 3) 23116 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 114") 6' FROM EACH END AND 16' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING — 1/4") e" FROM EACH END AND SECURE TO SHEATHING WI 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END EMBEDMENT OSS SHEATHING WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407.774.4078 www.abdeNgn®roup.00m AA M: 0003325 g i ir1� W µol Q 4 aysaiv a: Low SILVERADO LOT #11 BLK #18 �1lOJ8C 041 8. 0Tp - WoMma 4EBB "1828-CALI" _ OARAO3 8WDM: r — LEFT PA08: SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM DETAILS L150 MPH EXP. B PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA18 W1(9) 1 Od x 110 HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA WI (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 WW 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177" " x 2 7/8" LONG, WITH WASHER Q 1W O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWMI ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,50D LBS SHALL BE FABRICATED W/ A 2x8 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4": l'-O" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-7744078 FAX: 407-774-4078 www.abdes4pWoup.com L AA 8: 0003325 gg� y� f� cl � o iS o O S fll n VF aLJSDIV e. L01! SILVERADO LOT #11 BLK #18 Ipmam" 41 8. 0 -111 1 MtODE & 4EBB "1828-CALM" GAVAGm ewaiG: LEFT PAGM FRAMING PLAN 150 MPH EXP. B AROFKiEOr- 19 ROLAW A ABOU"CR AR NO 0372S nw10/09/19 NCAI.m: 1/4"=1'-0" s3 PLYWOOD SHEATHING, SEE # 1175 UPLIFT USP "ROOF/WALL/FLOOR HTWM20 W/1010d TO SHEATHING TRUSS AND (4)1/4" x 2 IW FASTENER SCHEDULE" TAPCONS TO CONT POURED LINTEL A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 12" TO TRUSS. FL#17680 # 1900 UPLIFT (2) USP B-(2) USP HTA76 TRUSS ANCHOR NTH (B) HTWM20 INSTALLED ON PRE-ENG TRUSS 10d x 1 1/7' TO TRUSS EA STRAP. FL#17880 OPPOSITE FACES OF DBL STRAP, 1 EACH SIDE WRAPS UP AND BLOCK WALL W/1010d TO OVER TRUSS (NOT SHOWN) TRUSS AND (4) 1/4" z 21/4" TAPCONS TO CONT CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA POURED LINTEL SEEARCHITECTURAL 2x SECURED N/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD tx2 SECUREDYW 10d TRUSSES @ 24" 0/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 17' O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L710LBS (1 STRAP) TAP CONS MIN. 7' B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) COVER 2" APART TYPICAL TRUSS/ is iu GIRDER CONNECTORS) scnLE:a4"=1'-0 (2) 21 N0.2 SVP DIAL 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT A7 COVER 6 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X' BRACE SEAMS) 30'-1" TO 60'-0 (3) W BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE 0 CENTER TO BILK W/ 12" CIA (2) .X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/7' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL 4 MIN, EMBED. AT 37'OC MAX tE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/12d'sIr STIFFBACK (ASPER O.C. MAX TRUSS ENG) CONT. 2x4 SECUREOW/ (2) 1od's ® EACH TRUSS TO BE INSTALLED a 10'-0' O.C. MAX SEE SCHEDULE FOR BOND BEAM RED. OUTER 1/3( SPAN ONLY BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3i4"=1'-0 BTM. - PLATE OTCH DEPTH 1/4•D rOLE EDGE>S/8" /—HOLE DIAMETER / 2051) sGL. sruD STUD NOTCHING AND BORING LIMITS 8 SCALE:1 -.7-0' EDGE>5/8' HOLE DIAMETER < 3/5'D DBL. STUD THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONGAS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP 18 NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fi, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosWngroup.com � AA #: 0003325 O 7P L y$ q QC� W IL 2 L Q 0 �o i aum a LOT: SILVERADO LOT #11 BLK #18 PAOT# 04128.002-11181 MOD=- 4EBB "1828-CALM" GAII&AGN swnaa: LEFT PAGI: DETAILS 150 MPH EXP. B � D m 10/09/19 SCALffi: 1/4"=1'-0" almew S 3.1 A 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d ® EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACETO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) 7' BRACE 30'.1" TO 60'-0 (3) "r BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY S7IFFBACK AT ALL 2x SUB -I FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIAWTRUSS NECTION PER SEE ARCHITECTURALSS MFG.2x SECURED WM (3)15d OODGALV. COMMON NAILS. 4" O/C,1x2 SECURED W910d DRAWINGSGALV. COMMON NAILS CONT. 2x4 RAT RUN12'O/CL SECURED W/ (2)12db MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS ( W/ HIP RETURN scALE:34"=r-a' PRE-ENGINEERED r 1 VALLEY TRUSS CONNECTION L SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA A: 0003325 J ^ W oc$Q� L $a p� O Q aysD:v. Z IrM SILVERADO LOT #11 BLK #18 1lPR0"=T# 04 2 . 2— 1181 mono 4EBB "1828—CALI" GARAOX swirro: LEFT PAGM: DETAILS 150 MPH EXP. B ARwnriom GN )9 ROLAW A ASOUCH M L AR NO 93723 DATM 10/09/19 WCALM 1/4-=1'-0" s3.1c :1 i p f HM+ROOF iF- w ROOF WIND DESIGN PRESSURES NET (GROSS) 0 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.96) ZONE 3 -33.53 PSF (43.53) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: H APPLICABLE INTERNAL PRESSURE COEFFICIENT a 0.18 ROOF DNPHPAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' O.S.B. OR 12' COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/S COX EXT. PLYWOOD, WITH ed RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND ad RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS Q 4" O.C. EDGEWISE 214 BLOCKING ALL PANEL JOINTS W IN W OF GABLE ENO. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN, LENGTH MIN, DIA SHANK TENSILESTR, SHANK ad RINGSHANK 21/2' 0.12T 170,000 RING (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 12" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1684 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR 6IIEATH810 USE 1/2" COX OR 7116" O.S.S. PLY WITH 8d RING SHANK GUN NAILS A7 4" O.C. AT PANEL SIDES AND Ed RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANKGUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7118" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL J Z Z No K AD 8d RING SHANK GUN NAILS Q 4" O.C. 11 TOP & BOTTOM EDGES ., z� 9� J W . fJ J • S v d z a Y Z • (7 zC w to N . AD AD :) io a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS —` ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRIAM84G ad RING SHANK GUN NAILS 8'O.C. IN FIELD.` TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING(O.S.B. TO BE STRUCTURAL GRADE Bd RING SHANK GUN NAILS @ 17' O.C. IN FIELD or ad x 2 12' SCREW SHANK PNEUMATIC SCREW -NAILS C IT 0.WLi FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL SE3/4'. STRUCTURAL DRAWINGS SWILL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE 6%AIR ENTRAINED CONCRETE DPOS®TO EARTH ORNFATIER OD WO" ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSUL? NONBEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES. DEPRESSIONS. AND OTHER DETAILS NOT SHOWN ARE TO BE CFM6FHt®314'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, Bttl EDITION ALLE70'la9®EDGES OF CONCRETE ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SI LL8, ETC., SHALL BE SOUTHERN PINE fO.2 OR BETTER. Po = 1100 PSI ANDA MODULUS OF AS SPECIFICATION FOR THE DESIGN OF FOR STRUCTURAL CONCRETE, ACI 5MEMBERS PROVIDE 641L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRAEMNDBRALL WAEE INDICATED ON ELASTICITY = PSI. ALL WOOD IN CONTACT WITH CONCRETE CONCRETE BLOCK SHALL 011, COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED B INCHES AND SEALEONATHMFERVETPPE TREATED. PRESSURE TREATED PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES D. A SHALL BE RATEDTO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDEDTO BE TYPICAL AND FORMWORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTHACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM-YWRK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLOWS: MINIMUM NAILING PER FBCR 2017, Bth EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS NTH 2x STRUCTURAL LUMBER THE: STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCT10N THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH" AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, BRACING, GUYS OR TIE -DOWNS. WELDED WELDED W RE MESH, SHALL BE ASTM A785, GRADE 85 AND BE PLACED IN ACCORDANCE WTH THE ACITEMPORARY WOOD TRUSSES - THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND 317E PREPARATION TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC EACH WAY. ' TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB-O WGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT{DPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED INACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAW14GS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPI/WTCA SCSI V ROOF: AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE-CONNECTEDREVIEW LIVE LOAD FLOOR: LIVE LOAD 40 psf WOOD TRUSSES, 20 PSI TOP CHORD tlon—trend TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #8 BAR - 36' 10 pat BTM CHORD+lonconwnent #5 BAR - 30" #7 BAR - 42" PROVIDE 38' x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. 15 psf TOP CHORD 20 psf TOP CHORD (7 psf W ASPHALT SHINGLES) (10 pBf WI No GYPCRETE) 10 pBf BTM CHORD 5 pSf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf BALCONY LIVE LOAD 60 PAT STAIRS LIVE LOAD 40 psf TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALLAT THE TOP AND BOTTOM WTH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED -150 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY ILA INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: IOpaf, UNINHABITABLE ATTIC WTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20PSf, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: 30pM, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40paf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50ps1, ROOMS OTHER THAN SLEEPING ROOM' 40pef, SLEEPING ROOMS: 30paf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pSf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTIONAND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OFTHE LICENSED PROFESSIONAL ENGINEER SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES- (ACI 5301 ASCE 5YTMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORTO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO-OELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-00, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. VIAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WTHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE RL44NNG ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (COI -TRACT DOCUMENTS) ARE PROHIBITED CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM CJ76, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS STRENGTH ES" ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL DOCUMENTS WALL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE OUT MIX SHALL IAVE A MAXIMUM CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST cnrAloG. FOUNDATION SITE PREPARATION: " FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2,ODO Oaf, FOOTING TYPE'M" OR S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED A3 OUTLINED UNDER ASTM HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE M M SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EMEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,ODO PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURALTERRPCE SUB CONTRACTOR SK&L SUBMIT PROPOSED MIX DESIGNS WITH HSTORICAL STRENGTH DATA FOfR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT IXCEED 5' d- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C94 OR MEASURING, NIXING, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAAMUM TIME ALLOWED FROM WIEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MMJTES IF FOR ANY REWN THEE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHN.L BE THE RESPOW48ILFTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITHTHEABDVE REQUIRED CONCRETE COVERAGE OVER FEW SHALL BE AS FOLLOWS A 3" FOR CONCRETE CAST AGAINST AND PERMANENTI.Y EXPOSED TO EARTH (FOU DATIONSY B FOR CONCRETE EXPOSED TO EARTH A DIO RWEATHER 1-1/P' FOR A5 AND SMALLER 2• FOR AB AND LARGER C. FOR CONCRETE NOT EXADSE)TOWEATHER 3/4' FOR SLABS WALLS AND JDISTS 142' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL• THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTHTHE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, By THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38, Fy = 36 kal FOR ANGLES, PLATES, AND Vk%%PES. STRUCTURAL TUBING SHALL BE ASTM A600, GRADE B, Fy = 46l sl. STRUCTURAL PIPE SHILL BE ASTMG3, GRADE B, TYPE E OR S, Fy = 35 W. TUNE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN-OFF-THE-NUr METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPUGATON S. 1. SPADNG REMAWB nFPLIunoN SIE TYPE 8MON0 REMAPxe tY2 PT FUPRING IO GASEHARDENEDCDL 9"DC ...EODOR BUCK 1M'DA TAPCON MASONRY S OG 11WEMBEO.,PENODBT., MASONRY/ODIC -L 11?LONG. TOIMBONRYKONC NO WASHER FABTENHi I1/1•EW -T 6GD, AL. EXTDOORS I. IT SEENOTEB CASE1liROB1EDCOlI NALI LONG. S'OC S—.- WINOOWIDDORI FART M OARAGEODO — 1rz"DIAw � 4"EMBED.,4"6NDDSi, -.w— —EN.— s^x wwrow000Rl FASfENm MErALSTRAPTo CONTACT THIS ENGINEER FOR SPACING v Pr, SEE NOTES NAL 117 LONG. sTAGOEREo INro raaGNRrKONc. MASONR/ICONO REQUIREMENTS E1R. SNINOOOCR B--PT,SMNDTES p))9n S•DA WA91HV 'TAPOON' FAS1NBi 1CCti I -- EMBm,B"FND GIST- iI—EDBT NON SEARING WCw WKLTOCDSC. SLAB 12' EPANMON 1'EMBEO.1"BD W/WA91H2 BOLT ]f OC dST., 9'EDGEDST Tx o WINDOW MICx 0.198' PAFr f le" B"OC C END. D18T,11R' STEEL COL, SEE S BAGOEREO EDGE DIS, NOTED KOM 11. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND/OR NGA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE e. WINDOW AND DOOR BUCKS SHALL SE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE DAND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774.4078 www.abdesl8ngroup.com AA a: 0003325 8pyp Q M W uu sO r ISILVERADO LOT #11 BLK #18 PMJWT# 04128,002-11181 11IOD�It 4EBB "1828-CALI" OARAOR QV:IIN(h LEFT PALM DETAILS 150 MPH EXP. B It �ROLAW A ABOUCHACRA�A. AaolxJ' CIM AR NO 03725 044 DATM 10/09/19 ltCA&M 1/4"=1'-0" s N1 �l (. 1j4`�pt